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SHAH RUSHABH . H. ROLL NO. 852 SYCS
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NAME : SHAH RUSHABH HEMANT ROLL NO. : 852 DISP. : S.Y.C.S TOPIC : CURING OF THE CONCRETE
SHAH RUSHABH . H. ROLL NO. 852 SYCS
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CURING OF CONCRETE
SHAH RUSHABH . H. ROLL NO. 852 SYCS
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CONCRETE One of the most versatile materials for use in
construction is one consisting of naturally occurring products which have been most readily available during the 20th century.
This material is ultimately flexible in its practical applications. Capable of being formed into many varied shapes, dimensions, surface textures and aesthetic designs.
This material can be designed to withstand enormous compressive, tensile and flexural loads.
SHAH RUSHABH . H. ROLL NO. 852 SYCS
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WHAT IS CURING ? Curing is a procedure that is adopted to
promote the hardening of concrete under conditions of humidity and temperature which are conducive to the progressive and proper setting of the constituent cement.
SHAH RUSHABH . H. ROLL NO. 852 SYCS
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METHOS OF CURING SITE WORK : COLUMN ,BEAMS :
RETAINING CAST IN SITU SITE GROUND SLAB ,WALL :
CONSTANT FOG SPRAYING SITE FLOORSLAB, PAVEMENTS :
PONDING FACTORY BLOCKS ,PAVIOURS :
STEAM CURING
SHAH RUSHABH . H. ROLL NO. 852 SYCS
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FOR CURING FOLLOWING REQUIREMENTS ARE TO BE FULLFILLED
The preservation of adequate water content in the concrete , which is essential for the process of hydration .
To maintain the temperature above the freezing point .
Protection of concrete structure from damages.
Maintenance of uniform temperature in the whole mass.
SHAH RUSHABH . H. ROLL NO. 852 SYCS
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OBJECTIVES OF CURING To reduce the shrinkage of the concrete To preserve the properties of concrete ,
such as impermeability, durability and strength
To maintain uniform temperature of the concrete
To maintain moisture content in the mix for complete hydration of concrete
SHAH RUSHABH . H. ROLL NO. 852 SYCS
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MISCELLANEOUS METHODS OF CONCRETE STRUCTURAL ELEMENT METHODS OF CURING
TEST BLOCK SUBMERGING IN WATER TANK
BRIDGE SLOB PONDING METHOD
PRE-CAST CONCRETE PRODUCTS
STEAM CURING
COLUMNS SPRINKLING WATER
HUME PIPE STEAM CURING
SHAH RUSHABH . H. ROLL NO. 852 SYCS
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DURATION OF CURING First of all the concrete should not be allowed to dry fast in any situation. This condition should be maintained for 24 hrs. the concrete cured for the long time will show superior strength and develop other good properties. However curing for long time is a costlier process. The curing varies for different structures, situationand different atmospheric temperature .
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For general guidance it can be said that concrete should be cured for at least seven days This requirement applied to ordinary portland cement and if rapid hardening cement is used the period is reduce slightly. On the other hand, for low heat cement ,the curing should be extended to 21 days . In cold weather regions , curing should be continued for long time .
SHAH RUSHABH . H. ROLL NO. 852 SYCS
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CONCLUSION It is false economy to neglect the correct
curing program for all concrete items produced either on site or in factory processes.
It is a fairly simple exercise to determine the correct selection of curing system needed for a particular application. However, it is a far easier selection to choose to cure a concrete structure or not.
CURED CONCRETE QUALITYCONCRETE
SHAH RUSHABH . H. ROLL NO. 852 SYCS
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THANK YOU